CN202509664U - Steel plate wall mounting device - Google Patents
Steel plate wall mounting device Download PDFInfo
- Publication number
- CN202509664U CN202509664U CN 201220157182 CN201220157182U CN202509664U CN 202509664 U CN202509664 U CN 202509664U CN 201220157182 CN201220157182 CN 201220157182 CN 201220157182 U CN201220157182 U CN 201220157182U CN 202509664 U CN202509664 U CN 202509664U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- drag hook
- axis direction
- installing
- big plane
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a steel plate wall mounting device which comprises steel plates, wherein the major axis direction and minor axis direction of each steel plate are mutually perpendicular; the major axis direction of the steel plate is taken as a vertical direction, and the minor axis direction of the steel plate is taken as a left-right direction; a plurality of retractors are welded on front and rear large planes of the steel plate, respectively; the plane formed by each retractor is perpendicular to the large plane of the steel plate; multiple vertical reinforcements are welded on the front and rear large planes of the steel plate through the retractors; and the multiple vertical reinforcements are uniformly paved and installed on the large plane of the steel plate. By welding the retractors on both sides of the steel plate and connecting the retractors with vertical reinforcements together, the steel plates, the retractors and the vertical reinforcements form a whole, so that the overall rigidity is enhanced to ensure that the steel plate walls is stable and does not deform; the retractors also can increase the bond strength between the steel plate wall and concrete to facilitate the pouring and construction; and the retractors can also replace the studs, so that the steel is saved and the work efficiency is improved.
Description
Technical field
The utility model relates to the erecting device of the steel plate wall in a kind of the realm of building construction, relates in particular to a kind of fixing device for installing of stable, indeformable steel plate wall.
Background technology
Increase the shear behavior that steel plate can effectively improve body of wall in the concrete shear wall, increase the body of wall supporting capacity.Owing to be installed in the concrete shear wall, as a kind of body of wall, so this steel plate is also referred to as steel plate wall.But because steel plate is generally thinner, when width, length were big, self does not have stability, and was very yielding, caused big difficulty to installation, so need on steel plate, weld stiffening device.The mode that the conventional steel board wall generally need be taked on steel plate, to weld stiffening rib or connect i iron or channel-section steel is to increase the stability of steel plate wall.But when the mode that adopts the welding stiffening rib is constructed, need to increase steel plate (or shaped steel), increase weld seam, increase cost; And because fusion length is longer, weld interval is long, has reduced efficiency of construction; In addition, the stiffening rib weld width is little, and particularly when wall thickness is thin when being 200mm like wall thickness, wall both sides width has only 100mm, deducts steel plate thickness and reinforcing bar and reinforcement cover within the walls, and it is wide that stiffening rib can only weld 60mm, maintenance stable aspect weak effect.
The utility model content
The purpose of the utility model just is to provide in order to address the above problem a kind of fixing device for installing of stable, indeformable steel plate wall.
In order to achieve the above object, the utility model has adopted following technical scheme:
The utility model comprises steel plate; The long axis direction of said steel plate is vertical each other with short-axis direction; Long axis direction with said steel plate is an above-below direction; Short-axis direction with said steel plate is a left and right directions, on the big plane of former and later two of said steel plate respectively welded and installed a plurality of drag hooks are arranged, the plane that each said drag hook self forms is vertical with the big plane of said steel plate; The vertical reinforcement that many above-below directions are arranged through said drag hook welded and installed respectively on the big plane of former and later two of said steel plate, many said vertical reinforcements evenly tile and are installed on the big plane of said steel plate.
Through at steel plate two sides welding drag hook, and drag hook linked together with vertical reinforcement, thereby make steel plate, drag hook, vertical reinforcement form an integral body, strengthened integral rigidity, can guarantee that steel plate wall is stable, indeformable; Drag hook can also increase the adhesion stress of steel plate wall and concrete, is convenient to pouring construction; When peg is adopted in design, can replace peg with drag hook, the design pitch that only needs the spacing of drag hook to be confirmed as peg gets final product.Vertical reinforcement then adopts the reinforcing bar of the wall vertical reinforcement same diameter that designs with the conventional steel board wall to get final product.
As preferably; Said drag hook is a Contraband shape drag hook; The plane that each said Contraband shape drag hook self forms is parallel with horizontal plane; The line style edge strip outside welded and installed of said Contraband shape drag hook one end is on the big plane of said steel plate, and said vertical reinforcement welded and installed is inboard in the line style edge strip of the said Contraband shape drag hook other end.Contraband shape drag hook is when guaranteeing tensile strength, because its openings at one side, institute is so that the welded and installed vertical reinforcement.
Particularly, to be installed on the end length on the big plane of said steel plate be 6-10cm to said Contraband shape drag hook; Be preferably 8cm.This length had both satisfied the demand of firm welding, and steel can practice every conceivable frugality again.
Further, adjacent said drag hook is quincunx welded and installed on the big plane of said steel plate.This structure makes the adhesion stress of Contraband shape drag hook and concrete stronger, is convenient to pouring construction; Make Contraband shape drag hook consistent simultaneously, can replace peg with the arrangement mode of design peg.
In order to guarantee the intensity of vertical reinforcement, the diameter of said vertical reinforcement is not less than 14mm.The actual diameter of vertical reinforcement is identical with the shear force wall reinforcing steel bar diameter.
Further, the transverse reinforcement of many left and right directions is arranged through said drag hook welded and installed respectively on the big plane of former and later two of said steel plate, many said transverse reinforcements evenly tile and are installed on the big plane of said steel plate; Spacing is 1.8-2.5m between the adjacent said transverse reinforcement, is preferably 2m.The very big situation of width of the very big and short-axis direction of the area that this structure is applicable to steel plate avoids steel plate to deform at short-axis direction through the welded and installed transverse reinforcement.
Particularly, the big plane of said steel plate is a rectangle, and the long side direction of said steel plate is its long axis direction, and the broadside of said steel plate is its short-axis direction.This structure is the most common, but the big plane of steel plate also can be square, and promptly the length of the long axis direction of steel plate and short-axis direction is identical; The big plane of steel plate can also for other shape like ellipse, rhombus etc., accordingly, the long axis direction of steel plate is respectively the length of oval-shaped long diametric(al) and rhombus apart from diagonal.
The beneficial effect of the utility model is:
The utility model is through welding drag hook on the steel plate two sides with the mode of spot welding; And drag hook linked together with the mode of vertical reinforcement with spot welding; Thereby make steel plate, drag hook, vertical reinforcement form an integral body, strengthened integral rigidity, can guarantee that steel plate wall is stable, indeformable; And construction is simple, quick, does not receive the restriction of steel plate thickness; Drag hook can also increase the adhesion stress of steel plate wall and concrete, is convenient to pouring construction, has improved the integral construction quality of steel plate wall; Drag hook can also replace peg, has both practiced thrift steel, has improved work efficiency again; Since do not need bigger stiffener of bonding area and shear force wall reinforcing steel bar, thus steel practiced thrift, and improved work efficiency.
Description of drawings
Fig. 1 is the front view among the utility model embodiment 1;
Fig. 2 is the vertical view among the utility model embodiment 1;
Fig. 3 is the enlarged drawing of A among Fig. 2;
Fig. 4 is the front view among the utility model embodiment 2;
Fig. 5 is the vertical view among the utility model embodiment 2;
Fig. 6 is the enlarged drawing of B among Fig. 5.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment the utility model is done further to specifically describe:
Embodiment 1:
Like Fig. 1, Fig. 2 and shown in Figure 3; The utility model comprises rectangle steel plate 1, Contraband shape drag hook 2 and vertical reinforcement 3; Long axis direction with steel plate 1 is that long side direction is an above-below direction; Short-axis direction with steel plate 1 is that broadside is a left and right directions, on the big plane of former and later two of steel plate 1 respectively welded and installed a plurality of Contraband shape drag hooks 2 are arranged, adjacent Contraband shape drag hook 2 is quincunx welded and installed on the big plane of steel plate 1; The plane that each Contraband shape drag hook 2 forms self is vertical with the big plane of steel plate 1; The plane that each Contraband shape drag hook 2 forms self is parallel with horizontal plane, and the line style edge strip outside welded and installed of Contraband shape drag hook 2 one ends has the vertical reinforcement 3 of many above-below directions respectively through Contraband shape drag hook 2 welded and installed on the big plane of former and later two of steel plate 1 on the big plane of steel plate 1; Many vertical reinforcements 3 evenly tile and are installed on the big plane of steel plate 1, and vertical reinforcement 3 welded and installed are inboard in the line style edge strip of Contraband shape drag hook 2 other ends.The end length that Contraband shape drag hook 2 is installed on the big plane of steel plate 1 is 8cm; The actual diameter of vertical reinforcement 3 is identical with traditional shear force wall reinforcing steel bar diameter, is not less than 14mm.
Embodiment 2:
Like Fig. 4, Fig. 5 and shown in Figure 6,, then need avoid steel plate 1 to deform through welded and installed transverse reinforcement 4 at short-axis direction if the area of steel plate is very big and width short-axis direction is very big.This structure comprises the structure among the embodiment 1 fully; Promptly comprise rectangle steel plate 1, Contraband shape drag hook 2 and vertical reinforcement 3; Syndeton between rectangle steel plate 1, Contraband shape drag hook 2 and the vertical reinforcement 3 is also identical with embodiment 1; Also increased following structure on this basis: the transverse reinforcement 4 of many left and right directions is arranged through Contraband shape drag hook 2 welded and installed respectively on the big plane of former and later two of steel plate 1, and many transverse reinforcements 4 evenly tile and are installed on the big plane of steel plate 1; Spacing is 2m between the adjacent transverse reinforcement 4.
Among above-mentioned two embodiment, need to prove: the big plane of steel plate 1 can also for other shape like ellipse, rhombus etc., accordingly, the long axis direction of steel plate 1 is respectively the length of oval-shaped long diametric(al) and rhombus apart from diagonal.
Like Fig. 1-shown in Figure 6; Through welding Contraband shape drag hook 2, and Contraband shape drag hook 2 usefulness vertical reinforcements 3 are linked together, thereby make the steel plate wall of steel plate 1, Contraband shape drag hook 2 and an integral body of vertical reinforcement 3 formation on the two sides of steel plate 1; Perhaps weld transverse reinforcements 4 on the two sides of steel plate 1 through Contraband shape drag hook 2 again; Thereby make steel plate 1, Contraband shape drag hook 2, vertical reinforcement 3 and transverse reinforcement 4 form an integral body, strengthened integral rigidity, can guarantee that steel plate wall is stable, indeformable; Contraband shape drag hook 2 can also increase the adhesion stress of steel plate wall and concrete, is convenient to pouring construction; When peg is adopted in design, can use Contraband shape drag hook 2 to replace peg, the design pitch that only needs the spacing of Contraband shape drag hook 2 to be confirmed as peg gets final product.The actual diameter of vertical reinforcement 3 is identical with traditional shear force wall reinforcing steel bar diameter, is not less than 14mm.
In conjunction with Fig. 1-Fig. 6; The whole machining process and the work progress of steel plate wall are following: steel plate processing obtains the welding of the steel plate → Contraband shape drag hook 2 of design shape → with vertical reinforcement 3 and 2 welding of Contraband shape drag hook → with the installation of transverse reinforcement 4 and Contraband shape drag hook 2 welding (embodiment 1 does not have this step) → steel plate walls, correction, fixing → body of wall horizontal reinforcement colligation → envelope wall form → as to build concrete → fixedly moulding → remove mould → construction end.
Claims (10)
1. the fixing device for installing of a steel plate wall; Comprise steel plate; The long axis direction of said steel plate is vertical each other with short-axis direction, it is characterized in that: the long axis direction with said steel plate is an above-below direction, is left and right directions with the short-axis direction of said steel plate; On the big plane of former and later two of said steel plate respectively welded and installed a plurality of drag hooks are arranged; The plane that each said drag hook self forms is vertical with the big plane of said steel plate, and the vertical reinforcement of many above-below directions is arranged through said drag hook welded and installed respectively on the big plane of former and later two of said steel plate, and many said vertical reinforcements evenly tile and are installed on the big plane of said steel plate.
2. the fixing device for installing of steel plate wall according to claim 1; It is characterized in that: said drag hook is a Contraband shape drag hook; The plane that each said Contraband shape drag hook self forms is parallel with horizontal plane; The line style edge strip outside welded and installed of said Contraband shape drag hook one end is on the big plane of said steel plate, and said vertical reinforcement welded and installed is inboard in the line style edge strip of the said Contraband shape drag hook other end.
3. the fixing device for installing of steel plate wall according to claim 2 is characterized in that: the end length that said Contraband shape drag hook is installed on the big plane of said steel plate is 6-10cm.
4. the fixing device for installing of steel plate wall according to claim 3 is characterized in that: the end length that said Contraband shape drag hook is installed on the big plane of said steel plate is 8cm.
5. the fixing device for installing of steel plate wall according to claim 1 and 2, it is characterized in that: adjacent said drag hook is quincunx welded and installed on the big plane of said steel plate.
6. the fixing device for installing of steel plate wall according to claim 1, it is characterized in that: the diameter of said vertical reinforcement is not less than 14mm.
7. the fixing device for installing of steel plate wall according to claim 1; It is characterized in that: the transverse reinforcement of many left and right directions is arranged through said drag hook welded and installed respectively on the big plane of former and later two of said steel plate, and many said transverse reinforcements evenly tile and are installed on the big plane of said steel plate.
8. the fixing device for installing of steel plate wall according to claim 7, it is characterized in that: spacing is 1.8-2.5m between the adjacent said transverse reinforcement.
9. the fixing device for installing of steel plate wall according to claim 8, it is characterized in that: spacing is 2m between the adjacent said transverse reinforcement.
10. the fixing device for installing of steel plate wall according to claim 1, it is characterized in that: the big plane of said steel plate is a rectangle, and the long side direction of said steel plate is its long axis direction, and the broadside of said steel plate is its short-axis direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220157182 CN202509664U (en) | 2012-04-09 | 2012-04-09 | Steel plate wall mounting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220157182 CN202509664U (en) | 2012-04-09 | 2012-04-09 | Steel plate wall mounting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202509664U true CN202509664U (en) | 2012-10-31 |
Family
ID=47062156
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220157182 Expired - Fee Related CN202509664U (en) | 2012-04-09 | 2012-04-09 | Steel plate wall mounting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202509664U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585550A (en) * | 2021-08-17 | 2021-11-02 | 中核能源科技有限公司 | Concrete wall with restrained shear-resistant ribs and hook connecting nodes and construction method |
-
2012
- 2012-04-09 CN CN 201220157182 patent/CN202509664U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585550A (en) * | 2021-08-17 | 2021-11-02 | 中核能源科技有限公司 | Concrete wall with restrained shear-resistant ribs and hook connecting nodes and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202578006U (en) | Positioning structure for binding steel bar | |
| CN202227590U (en) | Column rib locator for reinforced concrete column | |
| CN202509664U (en) | Steel plate wall mounting device | |
| CN105239771A (en) | T-shaped section profile for aluminum alloy template and unit template structure of aluminum alloy template | |
| CN204676733U (en) | A kind of steel sheet concrete shear force wall | |
| CN102704671B (en) | Frame combination mold | |
| CN103088950A (en) | Floor plate steel truss structure | |
| CN203066352U (en) | Self-supporting type special-shaped steel-encased-concrete composite beam | |
| CN203808263U (en) | Light steel structure connector | |
| CN203613717U (en) | Steel reinforced beam column made of H-shaped section steel | |
| CN103603463A (en) | H-shaped steel rib beam column | |
| CN103061444B (en) | Self-supporting deformed steel-encased concrete composite beam | |
| CN103362249A (en) | Mounting and fixing device for steel plate wall | |
| CN202611232U (en) | Frame segment mold | |
| CN203008130U (en) | Connection node of steel rib column and steel beam | |
| CN106013599B (en) | A kind of U-shaped steel beam | |
| CN205296583U (en) | Novel box post | |
| CN203977584U (en) | The connected node of a kind of steel core concrete column and girder steel and architectural structure system | |
| CN208235940U (en) | One kind is for reinforcing mold between the sinking of cast-in-situ floor combined type | |
| CN204001147U (en) | A kind of drainage system of terrace | |
| CN103410310A (en) | Splicing internal corner template for building | |
| CN204418415U (en) | Steel work heat-insulation wall plate | |
| CN215629298U (en) | Bridge steel bar welding net | |
| CN203547134U (en) | Shear wall opening reinforcing device | |
| CN204007844U (en) | A kind of axle weight scale platform structure of weighing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121031 Termination date: 20130409 |